ML20082G667
| ML20082G667 | |
| Person / Time | |
|---|---|
| Site: | LaSalle  |
| Issue date: | 05/29/1981 |
| From: | SARGENT & LUNDY, INC. |
| To: | |
| Shared Package | |
| ML20082G653 | List: |
| References | |
| NUDOCS 8311300291 | |
| Download: ML20082G667 (24) | |
Text
-
7/ LA SALLE NUCLEAR STATIONS' j
O uN11 182 NSSS EQUIPMENT QUALIFICATION
SUMMARY
Main Steam Safety Relief Valves EQUIPMEt4T NAME :
i 1.2B21-F033A/H, J/N,P,R,S,U & V EQUIPMENT NO:
I LOCATION:
Primary Containment EQUIPMENT CLASSIFICATION: @ ACTIVE ] PASSIVE
! Test i OUALIFICATION METHOD:
f 14. Wyle Lab Test Report #44640-1, dated 8/20/79.
i
- 15. Dwg. #DS-A-63825, Sheet 1.
OUALIFICATION DOCUMENT
REFERENCES:
- 1. Inte'roffice Memo and Form MAS EMD-2.4.
I 2. Summary of accelerations and nozzle loads.
,k 3. Test Report, Wyle Lab. Report #43415-2, dated 8/20/79.
- 4. Interoffice Memo of acceptability of S&L piping analysis.
g 3. SRV Accelerations Table, GE piping analysis EMD # 030499
- 6. Project sheet GEVPF #921D886F, Sh. No. 1,2 & 3.
l Specification GE22A6441, dated 4/11/79.
! 7.
I g, Drawings, Crosby Dwg. #DS-A-63790, sht. 1,2, & 3, dated 8/2/79 (GE VPF # 6115-(l)-2)
$ 9. Data Sheet, GE Doc. #386HA603, dated 3/24/77.
!E 10./13. Analysis Report & Addendums, Crosby Co. Report No. 3012 for
" EMD No. 002533 (GE VPF #3097-67-2) y LOAD COMBINATIONS CONSIDERED IN QUALIFICATION:
g 1. Normal Operating Loads + OBE + SRVASY-TQ + ALL-TO, ENVELOP
'?d
- 2. Normal Operating Loads + SSE + COLEVY-2+ SRVASY-TO+ ALL-TO, ENVELOP:
'y j I er : 3. Norma 1 Operating Loads + SSE+ Chugging + RV337_79 + SRVALL-TO ENVELOP!
l' 4. Normal Operating Loads + SSE + AP
- 5. Normal Operating Loads + SSE + COLEVY-1 r
I
[ f.UALI F IC AT ION :
PRi:PAnl:D BY: 8, Date E'2 b8!
r/f7af/274L REVU;;;!:D BY: /d Date f-2f-8/ SARGE.1T& LUNDY \
- M :?D W: . jf Date q.jej. fI T}
B311300291 831128 PDR ADOCK 05000373 P PDR .m . .em__...,.,- _.
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QUALIFICATION
SUMMARY
l.
seismic Qualificatio'n Method: '
- l. Resonance Search Conducted in each of the three principal axes with a low level (approximately 0.2g) sine sweep from 1 to 40 Hz at a sweep rate of one octave per minute. ,
- 2. Specimen subjected to 30 second duration biaxial phase incoherent 3 random input consisting of frequency band widths spaced one-thirds octare apart over the frequency range-1 to 40 Hz.
- 3. The amplitude of input was independently adjusted in each direction until TRS enveloped the given RRS.
- 4. During the entire testing, inlet and outlet flanges were subjected to 400000 and 300000 inch-pound moments respectively.
- 6. Extended load tests were conducted similar to above tests with the following modification.
a) Inlet and outlet flanges were subjected to 800000 and 'i 600000 inch-pound moments respectively. l i
b) SSE test durations are 15 sec. each.
- 7. Valve was tested for operability during the entire ceismic testing.
o SRV Requalification Method:
Loads resulting from the analysis of the piping using the hydro-j dynamic laod combinations will be limited to the laods to which l g the valves are qualified. ]
- t
$ I A
O .
o .
i w i t
.I
+
& 4 .
N s
- j Ref: EMD File No. fftD- o3e8o3 .
n ne w :..n .
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.),;g, -__ - - . 4 --r
_ g, J.,
- - Oualification Summr/ of Equirrent T. Plant ?bre: I'aSalle County - l& 2 g;
- 1. Utility: Commonwea1th Edison Co. M
' 2. NSSS: General Electric M X
- 3. A-E: Sargent & Lundy biain Steam Safety Relief Valves ll II. Conponent Nre
,c l
- 1. bbdel Nu:rber 6xRx10 HP-Bp Quantity: 23 l 2. Vendor General Electric co_ /N+j mn.g e Gace Co.
- 3. If the ccuponent is a cahmet or panel, nann and hodel Ib. of l the devices incitxied. --
- 4. Physical Description a. Appearance Relief Valve I
! i l b. Dinensions Inlet - 5", outl et 10" f l
N.
i c. Weight 2800 lbs.
- 5. Iocation: Building: Primarv Containment s Elevation; On Main Steam Piping syetem .,
' 6. Field bbunting Conditions [ ] Bolt (tb. , Size )
[ ] Weld (Length ) j' (X] Pine Fountad l 7. Natural Frequencies in Each Direction:
O bl: 20, 22.5 h2: 22.5 V: none below 40 Hz
g F
~
I 8. a. Functional D2scription: Provide automatic depressuri-:
9 '
zation of the reactor vessel and relief pressute 7 discharce to the suceression cool via a closedfji h
discharce piping path "
- b. Is the equiprent required fori }Ibt Standby [ ] Cold 3
- Shutdan
,e
- [X]Doth M 9. Pertinent Ibference Design Specifications: (e J
I G.E. Spec. 222A6441 1 ii
'~
Fcference: 120 File th.E Mry- 030883 8ANbEIN I EUIl0Y 1
_._: ~ w a a u n,-
IM N# 3 U * *O 4TN Y
~ ^
E&g _ 7NN P O WA . m&&;m.a . .-.mm w nc - - -
v -: --c .
- - -.. emg
.- j VII. If Qualification by Analysis or by the Corbimtion of Test ard Amlysis,the ,
Orplete: N/A
. li Inscription of Test including Results:
- 2. M2thod of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic (
- Analysis
[ } Response Spectrum [ ] Tine-History
- 3. Pbdel Type: [ l 3D [ ] 2D [D ll h
[ ] Finite Elem2nt[ JBeam [ ] Closed Form Solution
~
- 4. [ ] Conputer Codes:
- Frequency Pange and No. of nodes considered: e
[ ] Hand Calculations
- 5. Damping: ..
i
- 6. Support Considerations in the model-
- 7. Critical Structural Elenents: Governing Seismic Total Stress A. Identification Iccation Resconse Qxbination Stress Stress Allcuablei i
l 1, o i N - W. - : EffectUponPunctionalj 1 Operability j N B. Mw. Deflection location h k - t 0 1 4 -
- f,
- 1 i
! 1 h .
l mference: an File te. 6Mp-03og,,3 SARGENT LUl;DY ' !i. _s_ - t N fJ IN E' ef 54 0 w ,j
' & NW(&N YY.~O CT.0 $ & f, hfg gt*%* TJ n3T4HD,*[l[% "W_
. . , mm _
_gn, ,,,,, -~
- 1. , - -. - .
111. Is Equittmnt Available for Insocction in the Plant
~
[x] Yes [ ] Ib . . (jb l ComTents: 1 l Equipent Qualification bbthed: Test: X IV.
- i Analysis:
02tbination of Test and Analysis: I Test by: Wyle Iab.Pecort 543445-2. aatca 1/12/77 f (nane of Conpany or LaDoratory & Feport No.) , b V. Vibration Input: l. Ioads considered 1.[ ] Seismic only 2.[ 1, Hydrodynamic only 3.[] Explosive *y only 4.[ ] Other (Specify) 5.[X](bnoination of 1 & 2 i
- 2. Pequired Response Spectra (attach the graphs):
3 See attached Tables [l-l !!
. e d
( 6 I
- 3. Required Acceleration in Each Direction: See attached Tables h
hl = h2 = V= ;
- VI. If Qualification by Test, then Coculete: .]
a 1
- 1. [ ] Single Frequency [X] Multi-Frequency
- 2. [ ] Single Axis [X] Multi-Axis L
- 3. Frequency Rame: 1 to 40 Hz }
U o 4. TRS enveloping RRS using Multi-Frequency Test [g Yes (Attach TRS grayi ll t See attached Tables { ] !b
" 5. g-level 'Ibst at h1 = h2 = V= ((.
l- i,' 7 l J 6. Laboratory Sbunting: Specially designed modular fixture if t g to apply nozzle loading i '? 1. I 1 Bolt (ib. , Size ) [ ] Weld (Ieength )[ ] hi a i A [ ] tb [ ] Not Applicable y
- 7. Functional operability verified: [X] Yes l
Other tests perfonmd (such as fragility test, including results) ,j N 8. _ I. I f Resonance Search test. h _.- i' Peference: DD File tb. _FMB- 030ge3 SARGEiT o f.Ui:DY o!
- C r. O r A .2 Ec13 h 1
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FIGURE 8. HORIZCNTAL OPERATINS BASIS EARTHQUAYE REQUIRED RESPONSE SPECTRt.*M FOR IEE QUALIFICATION TEST -
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SARGENT & LUNDY CNGlNCCRC
=
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..w.
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Summary: Accelerations (g) Allowables (OBE/SSE) Actual (Faulted) from Ref. (A) Ref. (B) Ref. (C) Horizontal' OBE/SSE Pipe Lines (Longitudinal) 4.8/5.2 Line A Line B Line C Line D (Lateral) 4.5/5.2 or (Resultant) 3 6.6/7.3 2.8 . 2.9 2.6 2.7
- Vertical 2 3.2/4.4 2.5 2.2 1.6 3.2
\
References:
(A) Qualification Report (GE VPF #3097-67-2,i.e., Ref. #10) (B) Test Report (Wyle Lab. Report #43445-2,i.e., Ref. #7) (C) Diping Analysis (GE Report, Table 16, See page 2/5) i
.l .
I i l A
SARGENT Q LUNDY EN GIN EE R S CHICAG3 i Equipment No. ' Inlet Pipeline Outlet Pipeline Reducing Plance B21-F013N 1MSO4AN8 1MS04BN12 C307LS (Yes) B21-F013L 1MSO4AL8 IMS04BL12 "
\ ^
B21-F013R IMSO4AR8 1MSO4BR12 " B21-F013E IMSO4AE8 1MSO4BE12 " B21-F013C 1MSO4AC8 1MSO4BCl2 "
.B21-F013U 1MSO4AU8 1MSO4BU12 "
B21-F013G 1MSO4AG8 1MSO4BG12 " B21-F013H 1MSO4AII8 IMSO4 Bill 2 " B21-F013A .lMS'04AA8 1MSO4BAl2, " B21-F013V. 1MSO4AV8 1MSO4BV12 "
, B21-F013P 1MSO4AP8 1MSO4BP12 "
B21-F013J IMSO4AJ8 1MSO4BJ12 " B21-F013B 1MSO4AI58 1MS04BB12 " B21-F013M lMSO4AM8 - 1MS04BM12 " B21-F013S IMSO4AS8 1MSO4BS12 "
.B21-F013K' 1MSO4AK8 1MSO4BK12 "
. '~ . B21-F013F IMSO4AF8 1MSO4AF12 ,
. B21-F013D IMS01AD8 1MSO4BD12 "
9
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~
, CARGENT & LUNDY ENGINEERG CHICA2O
, \
LOADS COMBINATIONS Nozzl'e Loads from Ref. # (A) pg. 5 and pg. 19 Allowable tbzzle Inlet Moment = 800,000 in-lbs , h ds (From Test Report) Outlet Moment = 600,000 in-lbs Nozzle Loads from Ref. # (B) for SRV Inlet / Outlet Actual Ibzzle Inlet Moment = See Table (I) on pg. 8/9 Ioads (From GE piping analysis) c ., Outlet Moment = See Table (II) on page 10/11 e 0 l
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- INLET Real Nozzle Loads from Ref. # -(C): TABLE (I)
Valve, , Service F 3 F B C A M M
. .B C R No. ' Level (lb) (lb) (16) (in-lb) (in-lb) (in-lb) (in-lb)
B21-F13V Nodn=043 D 11067 13945 13922 277812 405225 305159 578,367 B21-F13P Nodn=053 D 13736 13540 15101 174034 361214 563180 691,328 B21-F013J Nod =063 D 11394 10284 10711 103643 317959 332636 471,685 B21-F013B Nods =073 D 13900 10462 13544 281070 317967 312969 527,307 B21-F013M Node =043 D 9424 15811 9808 184201 38,6511 286755 515,314 B21-F013S pode=048 D 13162 13184 10212 158435 265598 329223 451,699 _h21-F013K Node =053 D 10897 8641 7555 103559 194994 222736 313,621 B21-F013F - Node =058 D 10857 13242 9098 165623 201923 266100 372,845 B21-F013D Node =063 D 11103 12546 12338 169473 290317 219112 401,267 B21-F013N Node =043 D 12012 15509 11849 181538 495736 433673 683,215 i B21-F013L Node =048 D 7364 11092 11883 168334 329556 267129 456,401 B21-F013R Node =053- D 10895 12240 11123 143726 277568 330085 454,596 B21-F013E
. Node =058 D 11747 12295 10695 180198 267072 267556 418,790 j
m21-F013C l
! Node =063 D 9699 7901 10145 77076 314086 209235 385,188 !
- l L_ -
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- __ _.m . . _ . _ _ . _ . . . . _ _ _ . . ,. ..
' * ~
* ; CARGENT & LUl[OY E N O f N E E f#3
- CH ECA*lo Real Nozzle Loads from Ref. # (C) : TABLE (I)
(Continued)
. Valve Service F F N3.
3 B C A b C k Level (lb) (lb) (lb) (in-lb) (in-lb) (in-lb) (in-lb) B21-F013U Nods =043 D 11703 10768 9728 173654 222496 342012 443,433 B21-F013G Node =053 D 11468 10339 8597 150376' 270693 342281 461,567 B21-F013H' Nods =06,3 D 12776 9992 '8853 158646 229880 354938 451,657 B21-F013A l Nods =073 D -10959 11762 13098 167935 226223 404423 552,092 i i (D
" ~
All M R listed above are less than the allowable moment, the inlet flange is qualified at Service Level C & D
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. CARGENT O LUNDY
- EN GINI ERG OUTLET Real Nozzle Loads from Ref. #. (C.) : TABLE (II) i Valve Service Fg F B C "A B "C "R No. Level (lb) (lb) '(lb ) (in-lb) (in-lb) (in-lb) (in-lb)
B21-F013V l Nods =300 D 3679 3562 4615 95903 377462 250763 463,203 i B21-F013P l Node =200 D 3972 7200 2298 183083 155122 461648 520,289 D21-F013J Node =400 D 6371 4915 905 38396 90406 346051 360,544 B21-F013B Nods =500 D 8684 5212 3778 49070 292444 380450 453794 B21-F013M Node =100 D 2492 4151 2549 244894 152665 192699 347,005 D21-F013K Node =200 D 2351 6662 2265 67746 92782 263714 287,651 B21-F013S "7de=300 D 3480 7397 4236 124282 100686 270709 314,431 B21-F013F Node =400 D 1454 6689 1255 41533 69991 179821 291,417 B21-F013D Node =500 D 922 4697 2777 93721 137450 224696 279,579 B21-F013N Node =100 D 2228 6769 4632 345836 154369 198407 427,548 B21-F013R Node =200 D 3416 9447 2784 114386 139553 234414 295,819 B21-F013L Node =300 D 1848 6707 2255 86380 120987 334202 365,774 B21-F013E i Node =400 D 3991 7125 2953 97192 151797 279692 332,741 B21-F013C Node =500 D 10970 4276 2204 41098 69844 201529 217,212 D21-F013U Node =100 D 3470 3351 2884 102656 140114 334233 376,672 n21-F013G
>de=200 D 3134 3796 2292 89102 124125 386407 415,519 B21-F013H Node =300 D 3837 5474 1819 71128 150616 389931 424 017 B21-F013A {
Node =400 D 3195 9192 1846 74435 156798 402662 43E,473i
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i g i, t Summary of Piping Lines: (From P&I Diagram of LaSalle Station) ' l Qualification'of Inlet / Outlet Flanges:
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(I) Inlet (A)/ Outlet (B) Nozzle Load Allowables at Service i Level C & D l (A) Inlet Nozzle Load Allowables Inlet flange studs: ; Material = SA~193 Gr. B7 Size = l-3/8" - 8UN-3A . Stress Area = 1.2319 in (Mark's Handbook, page 8-13)
- No. of Studs'= 12 Diameter of Bolting Circle = 12-1/2 (Forged flange 1500 lb.B16.5) 2 Total Stud Stress Area = 12 x 1.2319 = 14.7828 in Per NC-3658.3, for flange bolting material which has an Sm i value at 100*F, not less than 20.0 ksi may be analyzed rm!
% ,7 as following: ,
Mfd < (11,250A -Pfd)C(Sy/36) for Service Load b (w /16) D f C& D where Sy = Yield Stress of flange material at design temperature (SA105 Gr B) (585'F, Sh.#13 Specification) = 26.6 @ 600*F per Appendix Table 1-2.1) C = Diameter of bolt circle = 12.5 in 2 Ab = Stress area = 14.7828 in D f = Outside diameter of raise'd face.= 8.56in i (See Ref. attached) ;
- Pfd= Pressure concurrent with Mfd = 1375 psi Therefore, M fd 1 11250 (14. 7828) - (w/16 ) (8.56)2 (1375)
(12.5) (26.6/36)= 1,353,312 in-lbs.
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= Bending or Torsional Moment including !
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- E N o1N EE RO i CHICAG3 (B) Outlet Nozzle Loads Allowable:
Outlet flange studs: Material = SA 193.Gr. B7 Size = l-8UNC-2A Stress Area = 0.606 in 2 No. of Studs = 16 Diameter of Bolting Circle = 15-1/4 in Total Stud Stress. Area = 16 x 0.606 = 9.696 in 2 Same procedure as the inlet flange analysis. M fd i ll,250Ab= (w/16) D g P fd ( Y! } # Service Load C&D
, where S = 29.1 ksi (Appendix, Table I-2.1) @ 500*F.
(Specification SH.NO 14) C = 15.25 in Ab = 9.696 in Df = 12.4 in (12 inch to 10 inch reducing flange) 0,,
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Pfd= 625 psi (Specification Sht. No. 14) Therefore, M 5 11250 (9.696) = (w/16) (12.4) (625) fd (15.25) (29.1/36) = 1,112,036 in-lbs. To analyze the flange under Service Level A & B, the
. procedure of NC-3658-3 can be applied:
(II) Inlet (A)/ Outlet (B) Nozzle Load Allowab'les at Service Level A & B. (A) For inlet flange at. Service Level A & B M 6250 (26.6/36) (12.5) (14.7828) fd
= 853,347 in-lbs = Allowable torsional or bending moment Compare the actual nozzle loads of Service Level D which are tabulated in Table (I) to the allowable given above for Service Level A & B. All acturial resultant mo'ments are less than above allowable. Therefore, the inlet flange meets the requirement per NC-3658.
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. r (B) For outlet flange ~at Service Level A & B M fd 6250 (29.1/36) (15.25) (9.696) ,
= 747,021 in-lbs All loads of Service Level D are less than the
. Service Level A & B allowable given above, the outlet flange is qualified.
Conclusion:
The GE piping analysis nozzle loads are acceptable. . e
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